B-1 SURFACE ELEVATION

Size: px
Start display at page:

Download "B-1 SURFACE ELEVATION"

Transcription

1 5A

2 5B

3 LOGGED BY El. S. Bhangoo DRILLING CONTRACTOR Pitcher Drilling DRILLING METHOD Rotary Wash BEGIN DATE SAMPLER TYPE(S) AND SIZE(S) (ID) SPT, MC BOREHOLE BACKFILL AND COMPLETION COMPLETION DATE BOREHOLE LOCATION (Lat/Long or North/East and Datum) BOREHOLE LOCATION (Offset, Station, Line) DRILL RIG CME 55. SPT HAMMER TYPE Automatic,140 lb GROUNDWATER READINGS DURING DRILLING 14.0 ft AFTER DRILLING (DATE) HOLE ID B-1 SURFACE ELEVATION BOREHOLE DIAMETER 5 in HAMMER EFFICIENCY, ERi 75% TOTAL DEPTH OF BORING 91.0 ft ELEVATION (ft) DEPTH (ft) 0 Material Graphics DESCRIPTION ASPHALT 3" of AC over 6"AB. Sample Depth Sample Number Blows per 6 in. Blows per foot Moisture Content (%) Dry Unit Weight (pcf) Shear Strength (tsf) Recovery (%) RQD (%) Drilling Method Casing Depth Remarks 1 2 Poorly graded SAND with SILT (SP-SM); dense; gray; moist; fine SAND DS (+#4=0%, -#200=8.2%) PA Wet PCI-CT 5 BR LSB.GPJ TEMPLATE GDT 1/31/ LOG OF TEST BORING PARIKH CONSULTANTS, INC. Geotechnical & Materials Engineering (continued) Date: LA SELVA BEACH TRESTLE STRUCTURE RETROFIT SANTA CRUZ, CALIFORNIA Job No.: LSB This log is part of the report prepared by Parikh Consultants, Inc. for the named project and should be read together with that report for complete interpretation. This summary applies only at the location of this boring and at the time of drilling. Subsurface conditions may differ at other locations and may change at this location with the passage of time. The data presented is a simplification of actual conditions encountered. 40 DS Plate: 6A

4 ELEVATION (ft) DEPTH (ft) Material Graphics DESCRIPTION Poorly graded SAND with SILT (SP-SM); dense; gray; moist; fine SAND. layer description continued from previous page Poorly graded SAND with SILT (SP-SM) (continued). Sample Depth Sample Number 5 Blows per 6 in Blows per foot 42 Moisture Content (%) 27 Dry Unit Weight (pcf) Shear Strength (tsf) Recovery (%) RQD (%) Drilling Method Casing Depth Remarks Medium to fine SAND; (+#4=0%, -#200=7.9%) PA Very dense; dark gray /6" DS PCI-CT 5 BR LSB.GPJ TEMPLATE GDT 1/31/ (+#4=0.3%, -#200=7.9%). LOG OF TEST BORING PARIKH CONSULTANTS, INC. Geotechnical & Materials Engineering (continued) Date: LA SELVA BEACH TRESTLE STRUCTURE RETROFIT SANTA CRUZ, CALIFORNIA Job No.: LSB This log is part of the report prepared by Parikh Consultants, Inc. for the named project and should be read together with that report for complete interpretation. This summary applies only at the location of this boring and at the time of drilling. Subsurface conditions may differ at other locations and may change at this location with the passage of time. The data presented is a simplification of actual conditions encountered. 60 PA Plate: 6B

5 ELEVATION (ft) DEPTH (ft) Material Graphics DESCRIPTION Sample Depth Sample Number Blows per 6 in. Blows per foot Moisture Content (%) Dry Unit Weight (pcf) Shear Strength (tsf) Recovery (%) RQD (%) Drilling Method Casing Depth Remarks 56 Poorly graded SAND with SILT (SP-SM); dense; gray; moist; fine SAND. layer description continued from previous page Fine SAND Poorly graded SAND (SP); very dense; gray; wet; fine SAND; (+#4=0%, -#200=3.2%). 13 /6" REF PA /5.5" /6" PCI-CT 5 BR LSB.GPJ TEMPLATE GDT 1/31/ Yellowish brown; (+#4=0%, -#200=4.3%). LOG OF TEST BORING PARIKH CONSULTANTS, INC. Geotechnical & Materials Engineering (continued) Date: /5.5" 22 LA SELVA BEACH TRESTLE STRUCTURE RETROFIT SANTA CRUZ, CALIFORNIA Job No.: LSB This log is part of the report prepared by Parikh Consultants, Inc. for the named project and should be read together with that report for complete interpretation. This summary applies only at the location of this boring and at the time of drilling. Subsurface conditions may differ at other locations and may change at this location with the passage of time. The data presented is a simplification of actual conditions encountered. PA Plate: 6C

6 ELEVATION (ft) DEPTH (ft) Material Graphics DESCRIPTION Sample Depth Sample Number Blows per 6 in. Blows per foot Moisture Content (%) Dry Unit Weight (pcf) Shear Strength (tsf) Recovery (%) RQD (%) Drilling Method Casing Depth Remarks Poorly graded SAND (SP) (continued). Poorly graded SAND (SP); very dense; gray; wet; fine SAND; (+#4=0%, -#200=3.2%). layer description continued from previous page SILTY SAND (SM); very dense; dark gray; wet; fine SAND; ( -#200=34.7%). Bottom of borehole at 91.0 ft bgs/elev. 0 ft /6" This Boring Record was developed in accordance with the Caltrans Soil & Rock Logging, Classification, and Presentation Manual (2010) except as noted on the Soil or Rock Legend or below PCI-CT 5 BR LSB.GPJ TEMPLATE GDT 1/31/ LOG OF TEST BORING PARIKH CONSULTANTS, INC. Geotechnical & Materials Engineering Date: LA SELVA BEACH TRESTLE STRUCTURE RETROFIT SANTA CRUZ, CALIFORNIA Job No.: LSB This log is part of the report prepared by Parikh Consultants, Inc. for the named project and should be read together with that report for complete interpretation. This summary applies only at the location of this boring and at the time of drilling. Subsurface conditions may differ at other locations and may change at this location with the passage of time. The data presented is a simplification of actual conditions encountered. Plate: 6D

7

8

9 Parikh Consultants, Inc. Direct Shear Test (ASTM D3080) Date: 1//2013 Shear Stress (psi) Peak: Phi = 53.0 C = 0.4 psi Residual: Phi = 52.3 C = 0.4 psi NO NO Peak(s) Peak Tangent Checked By: PD Delta h (in) Normal Load (psi) Initial Moisture (%) Density (pcf) Void Ratio Saturation (%) Diameter (in) Height (in) Specimen A B C D Shear Stress (psi) Specimen A Strain (%) Specimen B Specimen C Specimen D Final Moisture (%) Density (pcf) Void Ratio Saturation (%) Diameter (in) Height (in) Normal Stress (psi) Peak Stress (psi) Residual Stress (psi) Strain (%) Rate (in/min) A B C D Date 1/16/2013 Tested By: DPD Horizontal Deformation (in) Project Date Date 1/16/2013 Project: LA SELVA BEACH TRESTLE STRUCTURE Location: Santa Cruz, California Project Number: LSB N/A N/A N/A N/A Boring Number B-1 Sample Number: 1 Depth: 6' Sample Type: Remolded to Native Density Failure Photographs Description: Poorly Graded Sand with SILT (SP-SM), gray Test Type: Direct Shear - Consolidated Drained Conditions Remarks:

10 Parikh Consultants, Inc. Direct Shear Test (ASTM D3080) Date: 1/21/2013 Shear Stress (psi) Peak: Phi = 39.7 C = 2.1 psi NO NO Peak(s) Peak Tangent Checked By: PD Delta h (in) Normal Load (psi) Initial Moisture (%) Density (pcf) Void Ratio Saturation (%) Diameter (in) Height (in) Specimen A B C D Shear Stress (psi) Specimen A Strain (%) Specimen B Specimen C Specimen D Final Moisture (%) Density (pcf) Void Ratio Saturation (%) Diameter (in) Height (in) Normal Stress (psi) Peak Stress (psi) Residual Stress (psi) Strain (%) Rate (in/min) A B C D Date 1/17/2013 Tested By: DPD Horizontal Deformation (in) Project Date Date 1/17/13 Project: LA SELVA BEACH TRESTLE STRUCTURE Location: Santa Cruz, California Project Number: LSB N/A N/A N/A N/A Boring Number B-1 Sample Number: 4 Depth: 21' Sample Type: Remolded to Native Density Failure Photographs Description: Poorly Graded Sand with SILT (SP-SM), gray Test Type: Direct Shear - Consolidated Drained Conditions Remarks:

11 Parikh Consultants, Inc. Direct Shear Test (ASTM D3080) Date: 1/7/2013 Shear Stress (psi) Peak: Phi = 38.1 C = 12.9 psi NO Peak(s) Peak Tangent Checked By: PD Delta h (in) Normal Load (psi) Initial Moisture (%) Density (pcf) Void Ratio Saturation (%) Diameter (in) Height (in) Specimen A B C D Date 12/26/2012 Tested By: DPD Shear Stress (psi) Specimen A Strain (%) Specimen B Specimen C Specimen D Horizontal Deformation (in) Final Moisture (%) Density (pcf) Void Ratio Saturation (%) Diameter (in) Height (in) Normal Stress (psi) Peak Stress (psi) Residual Stress (psi) Strain (%) Rate (in/min) A B C D Project Date Date 12/26/12 Project: LA SELVA BEACH TRESTLE STRUCTURE Location: Santa Cruz, California Project Number: LSB N/A N/A N/A N/A Boring Number B-1 Sample Number: 9 Depth: 45.5 Sample Type: Undisturbed Failure Photographs Description: Poorly Graded Sand with Silt (SP-SM) Test Type: Direct Shear - Consolidated Drained Conditions Remarks:

12 PLATE NO: 10

APPENDIX C HYDROGEOLOGIC INVESTIGATION

APPENDIX C HYDROGEOLOGIC INVESTIGATION Figure B-5.7 Figure B-5.8 Preliminary Geotechnical and Environmental Report Appendix C Hydrogeologic Investigation APPENDIX C HYDROGEOLOGIC INVESTIGATION December 21, 2011 WESTSIDE SUBWAY EXTENSION PROJECT

More information

Photo 1 - Southerly view across 2700 parking lot toward existing building. Multi-residential building borders western side of property in upper right of view. Photo 2 - Southerly view across 2750 parking

More information

Project: ITHACA-TOMPKINS REGIONAL AIRPORT EXPANSION Project Location: ITHACA, NY Project Number: 218-34 Key to Soil Symbols and Terms TERMS DESCRIBING CONSISTENCY OR CONDITION COARSE-GRAINED SOILS (major

More information

Civil Engineering, Surveying and Environmental Consulting WASP0059.ltr.JLS.Mich Ave Bridge Geotech.docx

Civil Engineering, Surveying and Environmental Consulting WASP0059.ltr.JLS.Mich Ave Bridge Geotech.docx 2365 Haggerty Road South * Canton, Michigan 48188 P: 734-397-3100 * F: 734-397-3131 * www.manniksmithgroup.com August 29, 2012 Mr. Richard Kent Washtenaw County Parks and Recreation Commission 2330 Platt

More information

SOIL CLASSIFICATION CHART COARSE-GRAINED SOILS MORE THAN 50% RETAINED ON NO.200 SIEVE FINE-GRAINED SOILS 50% OR MORE PASSES THE NO.200 SIEVE PRIMARY DIVISIONS GRAVELS MORE THAN 50% OF COARSE FRACTION RETAINED

More information

APPENDIX C. Borehole Data

APPENDIX C. Borehole Data APPENDIX C Borehole Data MAJOR DIVISIONS SOIL CLASSIFICATION CHART SYMBOLS GRAPH LETTER TYPICAL DESCRIPTIONS ADDITIONAL MATERIAL

More information

Geotechnical Data Report

Geotechnical Data Report Geotechnical Data Report Emergency Bridge Package 6 Richland County, South Carolina May 12, 2016 SCDOT Project ID.: P029942, P029943, P029944 Terracon Project No. 73100L (Rev. 1) Prepared for: South Carolina

More information

Geotechnical Data Report

Geotechnical Data Report Geotechnical Data Report Downtown Greenville Future Conveyance Study December 1, 2015 Terracon Project No. 86155032 Prepared for: Prepared by: Terracon Consultants, Inc. December 1, 2015 561 Mauldin Road

More information

Geotechnical Engineering Report

Geotechnical Engineering Report Geotechnical Engineering Report Turner Turnpike Widening Bridge B Bridge Crossing: South 257 th West Avenue Creek County, Oklahoma June 1, 2016 Terracon Project No. 04155197 Prepared for: Garver, LLC Tulsa,

More information

TP-1 N61E 0 DARK BROWN SANDY SILT (ML) stiff, wet with roots (Disturbed Surficial Soil) DEPTH (FEET) 5 REDDISH BROWN SANDSTONE intensely fractured, weak to friable, deeply weathered, tight (Franciscan

More information

APPENDIX E SOILS TEST REPORTS

APPENDIX E SOILS TEST REPORTS Otsego County, NY Site Work Specifications APPENDIX E SOILS TEST REPORTS Blue Wing Services, Inc. July 1, 2010 Blue Wing Services May 20, 2010 Page 2 the site, was not made available to Empire at this

More information

GEOTECHNICAL INVESTIGATION REPORT

GEOTECHNICAL INVESTIGATION REPORT GEOTECHNICAL INVESTIGATION REPORT SOIL INVESTIGATION REPORT FOR STATIC TEST FACILITY FOR PROPELLANTS AT BDL, IBRAHIMPATNAM. Graphics Designers, M/s Architecture & Engineering 859, Banjara Avenue, Consultancy

More information

Limited Geotechnical Engineering Evaluation Classroom Additions Albany County Campus Laramie, Wyoming

Limited Geotechnical Engineering Evaluation Classroom Additions Albany County Campus Laramie, Wyoming Limited Geotechnical Engineering Evaluation Classroom Additions Albany County Campus 2300 Missile Drive, Cheyenne, Wyoming 82001 Phone 307-635-0222 www.stratageotech.com Limited Geotechnical Engineering

More information

B-1 BORE LOCATION PLAN. EXHIBIT Drawn By: 115G BROOKS VETERINARY CLINIC CITY BASE LANDING AND GOLIAD ROAD SAN ANTONIO, TEXAS.

B-1 BORE LOCATION PLAN. EXHIBIT Drawn By: 115G BROOKS VETERINARY CLINIC CITY BASE LANDING AND GOLIAD ROAD SAN ANTONIO, TEXAS. N B-1 SYMBOLS: Exploratory Boring Location Project Mngr: BORE LOCATION PLAN Project No. GK EXHIBIT Drawn By: 115G1063.02 GK Scale: Checked By: 1045 Central Parkway North, Suite 103 San Antonio, Texas 78232

More information

Geotechnical Engineering Report

Geotechnical Engineering Report Geotechnical Engineering Report Turner Turnpike Widening Polecat Creek Bridge (Bridge A) June 1, 2016 Terracon Project No. 04155197 Prepared for: Garver, LLC Prepared by: Terracon Consultants, Inc. TABLE

More information

Chapter 12 Subsurface Exploration

Chapter 12 Subsurface Exploration Page 12 1 Chapter 12 Subsurface Exploration 1. The process of identifying the layers of deposits that underlie a proposed structure and their physical characteristics is generally referred to as (a) subsurface

More information

ADDENDUM 1 FISHER SLOUGH RESTORATION PROJECT SKAGIT COUNTY, WASHINGTON

ADDENDUM 1 FISHER SLOUGH RESTORATION PROJECT SKAGIT COUNTY, WASHINGTON F I N A L A D D E N D U M 1 R E P O R T ADDENDUM 1 FISHER SLOUGH RESTORATION PROJECT SKAGIT COUNTY, WASHINGTON REPORT OF GEOTECHNICAL INVESTIGATION URS JOB NO. 3376186 Prepared for Tetra Tech Inc. 142

More information

DATA REPORT GEOTECHNICAL INVESTIGATION GALVESTON CRUISE TERMINAL 2 GALVESTON, TEXAS

DATA REPORT GEOTECHNICAL INVESTIGATION GALVESTON CRUISE TERMINAL 2 GALVESTON, TEXAS DATA REPORT GEOTECHNICAL INVESTIGATION GALVESTON CRUISE TERMINAL 2 GALVESTON, TEXAS SUBMITTED TO PORT OF GALVESTON 123 ROSENBERG AVENUE, 8TH FLOOR GALVESTON, TEXAS 77553 BY HVJ ASSOCIATES, INC. HOUSTON,

More information

Geotechnical Engineering Study, Conifer Senior High School Football Field Improvements, Conifer, Colorado

Geotechnical Engineering Study, Conifer Senior High School Football Field Improvements, Conifer, Colorado 2390 South Lipan Street Denver, CO 80223 phone: (303) 742-9700 fax: (303) 742-9666 email: kadenver@kumarusa.com www.kumarusa.com Office Locations: Denver (HQ), Colorado Springs, Fort Collins, and Frisco,

More information

Boreholes. Implementation. Boring. Boreholes may be excavated by one of these methods: 1. Auger Boring 2. Wash Boring 3.

Boreholes. Implementation. Boring. Boreholes may be excavated by one of these methods: 1. Auger Boring 2. Wash Boring 3. Implementation Boreholes 1. Auger Boring 2. Wash Boring 3. Rotary Drilling Boring Boreholes may be excavated by one of these methods: 4. Percussion Drilling The right choice of method depends on: Ground

More information

Geotechnical Engineering Report

Geotechnical Engineering Report Geotechnical Engineering Report Turner Turnpike Widening Bridge D Bridge Crossing: South 209 th West Avenue Creek County, Oklahoma June 1, 2016 Terracon Project No. 04155197 Prepared for: Garver, LLC Tulsa,

More information

Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants

Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants SUBSURFACE SOIL EXPLORATION ANALYSIS AND RECOMMENDATIONS LELY AREA STORMWATER IMPROVEMENT PROJECT (LASIP) COUNTY BARN ROAD AND WING SOUTH CHANNELS NAPLES, COLLIER CO., FLORIDA Ardaman & Associates, Inc.

More information

Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants

Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants SUBSURFACE SOIL EXPLORATION 42-INCH FORCE MAIN REPLACEMENT CHIQUITA BOULEVARD S AND SW 34 TH STREET CAPE CORAL, LEE COUNTY, FLORIDA Ardaman & Associates, Inc. Geotechnical, Environmental and Materials

More information

pcf REQUIRED: Determine the shear strength parameters for use in a preliminary shallow foundation design. SOLUTION:

pcf REQUIRED: Determine the shear strength parameters for use in a preliminary shallow foundation design. SOLUTION: 14.330 SOIL MECHANICS Assignment #8: Shear Strength Solution. PROBLEM #1: GIVEN: A regional residential building contractor is planning on building a custom 4,100 ft² home on Martha s Vineyard, MA. The

More information

Depth (ft) USCS Soil Description TOPSOIL & FOREST DUFF

Depth (ft) USCS Soil Description TOPSOIL & FOREST DUFF Test Pit No. TP-6 Location: Latitude 47.543003, Longitude -121.980441 Approximate Ground Surface Elevation: 1,132 feet Depth (ft) USCS Soil Description 0 1.5 1.5 5.0 SM 5.0 8.0 SM Loose to medium dense,

More information

December 5, Junction Gateway, LLC 7551 W. Sunset Boulevard #203 Los Angeles, CA Mr. James Frost P: Dear Mr.

December 5, Junction Gateway, LLC 7551 W. Sunset Boulevard #203 Los Angeles, CA Mr. James Frost P: Dear Mr. December 5, 2014 Junction Gateway, LLC 7551 W. Sunset Boulevard #203 90046 Attn: Re: Mr. James Frost P: 323.883.1800 Geotechnical Update Letter Sunset & Effie Mixed Use Development 4301 to 4311 Sunset

More information

GEOTECHNICAL REPORT. Matanuska-Susitna Borough. Parks Highway Connections Museum Drive. Matanuska-Susitna Borough, Alaska.

GEOTECHNICAL REPORT. Matanuska-Susitna Borough. Parks Highway Connections Museum Drive. Matanuska-Susitna Borough, Alaska. Matanuska-Susitna Borough GEOTECHNICAL REPORT Parks Highway Connections Museum Drive Matanuska-Susitna Borough, Alaska March 2, 20 Prepared By: John Thornley, PE Geotechnical Engineer 333 Arctic Blvd.,

More information

Technical Memorandum. Soil Borings

Technical Memorandum. Soil Borings Technical Memorandum To: Project File and Appendix F to Sediment Remedial Investigation Report From: Sara L. Leow, PE Subject: Geotechnical Investigation and Results Summary Date: February 213 Project:

More information

Project No: 68R3056 Client: City of Frederick Project: RFQ 14-H Future North Side Water Tank City/State: 7516 Hayward Road, Frederick, MD

Project No: 68R3056 Client: City of Frederick Project: RFQ 14-H Future North Side Water Tank City/State: 7516 Hayward Road, Frederick, MD Boring: SB-1 (1 of 1) Moist, brown to orange brown CLAY and SILT, trace sand with fine weathered rock fragments. POSSIBLE FILL. Dry, orange brown sandy SILT trace clay (SM-ML). RESIDUAL SOIL : Not Surveyed

More information

Geotechnical Data Report

Geotechnical Data Report Geotechnical Data Report S-38-50 (Four Holes Road) over I-26 Emergency Bridge Replacement Orangeburg County, South Carolina May 22, 2018 (Revision 1) SCDOT Project ID.: P037465 Terracon Project No. 73155050U

More information

PLATE 6 FEB G r o v e l a n d F l o o d w a l l - B o r e h o l e M a p. Legend. Groveland Floodwall Boreholes. Contour Lines.

PLATE 6 FEB G r o v e l a n d F l o o d w a l l - B o r e h o l e M a p. Legend. Groveland Floodwall Boreholes. Contour Lines. 611 6 Defau FALS conto Conto DPLV lt Eurs20 01_to 3po Defau FALS conto Conto DPLV lt Eurs20 01_to 4po 612 Conto DPLV conto Defau FALS 01_to urs20 Elt po 5 Conto DPLV conto Defau FALS 01_to urs15 Elt po

More information

December 20, 2017 (Revised from December 15, 2017) Project No

December 20, 2017 (Revised from December 15, 2017) Project No December 20, 2017 (Revised from December 15, 2017) Project No. 92270.02 Ms. Laura Krusinski, P.E. Senior Geotechnical Engineer Maine Department of Transportation State House Station 16 Augusta, Maine 04333-016

More information

Parsons APPENDIX A BORING LOGS AND DEVELOPMENT LOG

Parsons APPENDIX A BORING LOGS AND DEVELOPMENT LOG Parsons APPENDIX A BORING LOGS AND DEVELOPMENT LOG GEOLOGIC LOG DATE STARTED: DATE COMPLETED: 08-Sep-09 08-Sep-09 LOGGER: Quin Kinnebrew WEATHER: Clear & Warm PAGE 1 OF 2 WELL NO. GMW-66 COMPANY NAME:

More information

SITE INVESTIGATION 1

SITE INVESTIGATION 1 SITE INVESTIGATION 1 Definition The process of determining the layers of natural soil deposits that will underlie a proposed structure and their physical properties is generally referred to as site investigation.

More information

DRILL HOLE # BH-BGC13-FN-01

DRILL HOLE # BH-BGC13-FN-01 DILL HOLE # BH-BGC3-FN-0 Drill Method: Mud otary/coring Depth To ock (m): N/A Page of 7 eviewed by: AJB 0 GAVEL (GW) Fine to coarse, sandy, well graded, dense, max particle size = 30 mm, angular to subrounded,

More information

Pierce County Department of Planning and Land Services Development Engineering Section

Pierce County Department of Planning and Land Services Development Engineering Section Page 1 of 7 Pierce County Department of Planning and Land Services Development Engineering Section PROJECT NAME: DATE: APPLICATION NO.: PCDE NO.: LANDSLIDE HAZARD AREA (LHA) GEOLOGICAL ASSESSMENT REPORT

More information

SHEAR STRENGTH OF SOIL

SHEAR STRENGTH OF SOIL Soil Failure Criteria SHEAR STRENGTH OF SOIL Knowledge about the shear strength of soil important for the analysis of: Bearing capacity of foundations, Slope stability, Lateral pressure on retaining structures,

More information

PRELIMINARY GEOTECHNICAL ENGINEERING REPORT. Proposed Re-Development 44 Old Worcester Road Charlton, Massachusetts. Prepared For:

PRELIMINARY GEOTECHNICAL ENGINEERING REPORT. Proposed Re-Development 44 Old Worcester Road Charlton, Massachusetts. Prepared For: PRELIMINARY GEOTECHNICAL ENGINEERING REPORT Proposed Re-Development 44 Old Worcester Road Charlton, Massachusetts Prepared For: Meridian Associates, Inc. 500 Cummings Center, Suite 5950 Beverly, Massachusetts

More information

TIERRA. Florida License No Florida License No

TIERRA. Florida License No Florida License No March 9, 208 TIERRA AECOM 7650 West Courtney Campbell Cswy Tampa, FL 33607 Attn: RE: Mr. Edgar Figueroa, P.E. Geotechnical Engineering Services Report Purchase Order No.: 9532 AECOM Project Number: 6055499

More information

Appendix J. Geological Investigation

Appendix J. Geological Investigation Appendix J Geological Investigation Appendix J Geological Environment Table of Contents Page 1 INTRODUCTION...J-1 1.1 Purpose of the Investigation...J-1 1.2 Scope of the Investigation...J-1 2 METHODO OF

More information

Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants

Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants SUBSURFACE SOIL EXPLORATION DRAINAGE IMPROVEMENTS TO THE HENDRY COUNTY, FLORIDA Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants OFFICES Orlando, 88 S. Orange Avenue, Orlando,

More information

APPENDIX D GEOTECHNICAL ENGINEERING REPORT

APPENDIX D GEOTECHNICAL ENGINEERING REPORT LSA 2018 DRAFT INITIAL STUDY/MITIGATED NEGATIVE DECLARATION ROBINSON CANYON ROAD BRIDGE SCOUR REPAIR PROJECT APPENDIX D GEOTECHNICAL ENGINEERING REPORT DRAFT INITIAL STUDY/MITIGATED NEGATIVE DECLARATION

More information

APPENDIX A. Borehole Logs Explanation of Terms and Symbols

APPENDIX A. Borehole Logs Explanation of Terms and Symbols APPENDIX A Borehole Logs Explanation of Terms and Symbols Page 153 of 168 EXPLANATION OF TERMS AND SYMBOLS The terms and symbols used on the borehole logs to summarize the results of field investigation

More information

Appendix G GEOLOGICAL INVESTIGATION

Appendix G GEOLOGICAL INVESTIGATION Appendix G GEOLOGICAL INVESTIGATION JOB NUMBER: 3268.001 DATE: 10-14-13 BY: CC SITE 0 2000 1"=2000' VICINITY MAP CARGILL PARCEL HICKORY STREET AND ENTERPRISE DRIVE NEWARK, CALIFORNIA FOR

More information

Shear Strength of Soils

Shear Strength of Soils Shear Strength of Soils STRESSES IN A SOIL ELEMENT t s v Analyze Effective Stresses (s ) Load carried by Soil t Where: s H t t s H s = t f = s v = s H = t = s v Stresses in a Soil Element after Figure

More information

GZA GeoEnvironmental, Inc.

GZA GeoEnvironmental, Inc. GZA BORING NO.: GZ-1 SHEET: 1 of 1 PROJECT NO: 9.223. Drilling Co.: Geologic Type of Rig: Skid Boring Location: See Plan H. Datum: See Plan Rig Model: Mudline : Foreman: Ray Eastwood CME -.8 Final Boring

More information

Preliminary Geotechnical Investigation Cadiz / Trigg County I-24 Business Park. Cadiz, Kentucky

Preliminary Geotechnical Investigation Cadiz / Trigg County I-24 Business Park. Cadiz, Kentucky Environmental & Geoscience, LLC 834 Madisonville Road Hopkinsville, KY 440 70.44.000 FAX 70.44.8300 www.wedrill.com A member of Trinity Energy & Infrastructure Group, LLC Preliminary Geotechnical Investigation

More information

AN EMPLOYEE OWNED COMPANY

AN EMPLOYEE OWNED COMPANY CTL Engineering, Inc. 2860 Fisher Road, P.O. Box 4448, Columbus, Ohio 43204338 Phone: 614/2768123 Fax: 614/2766377 Email: ctl@ctleng.com AN EMPLOYEE OWNED COMPANY Consulting Engineers Testing Inspection

More information

Report of Preliminary Geotechnical Exploration. CSO-012 Sewer Separation Cincinnati, Hamilton County, Ohio. February, 2011

Report of Preliminary Geotechnical Exploration. CSO-012 Sewer Separation Cincinnati, Hamilton County, Ohio. February, 2011 11242843_GeoTech_Preliminary - Feburary 2011_1/40 Report of Preliminary Geotechnical Exploration CSO-012 Sewer Separation Cincinnati, Hamilton County, Ohio February, 2011 11242843_GeoTech_Preliminary -

More information

Geotechnical Recommendations for Proposed Additions to the Three Mile Creek Severe Weather Attenuation Tank Project

Geotechnical Recommendations for Proposed Additions to the Three Mile Creek Severe Weather Attenuation Tank Project TECHNICAL MEMORANDUM Geotechnical Recommendations for Proposed Additions to the Three Mile Creek Severe Weather Attenuation Tank Project PREPARED FOR: PREPARED BY: DATE: June 28, 218 PROJECT NUMBER: 697482

More information

FIFTH STREET GRADE SEPARATION CARSON CITY, NEVADA

FIFTH STREET GRADE SEPARATION CARSON CITY, NEVADA GEOTECHNICAL REPORT FIFTH STREET GRADE SEPARATION CARSON CITY, NEVADA JULY 2005 MATERIALS DIVISION STATE OF NEVADA DEPARTMENT OF TRANSPORTATION MATERIALS DIVISION GEOTECHNICAL SECTION GEOTECHNICAL REPORT

More information

ATTACHMENT A PRELIMINARY GEOTECHNICAL SUMMARY

ATTACHMENT A PRELIMINARY GEOTECHNICAL SUMMARY ATTACHMENT A PRELIMINARY GEOTECHNICAL SUMMARY Kevin M. Martin, P.E. KMM Geotechnical Consultants, LLC 7 Marshall Road Hampstead, NH 0384 603-489-6 (p)/ 603-489-8 (f)/78-78-4084(m) kevinmartinpe@aol.com

More information

SUPPLEMENTARY INVESTIGATION AND LABORATORY TESTING Aggregate Resource Evaluation Proposed Bernand Quarry San Diego County, California

SUPPLEMENTARY INVESTIGATION AND LABORATORY TESTING Aggregate Resource Evaluation Proposed Bernand Quarry San Diego County, California October 3, 2 Mr. Mark San Agustin Project No. 28-- Home Land Investments Document No. -92 2239 Curlew Street San Diego, CA 92 SUBJECT: SUPPLEMENTARY INVESTIGATION AND LABORATORY TESTING Aggregate Resource

More information

IN SITU SPECIFIC GRAVITY VS GRAIN SIZE: A BETTER METHOD TO ESTIMATE NEW WORK DREDGING PRODUCTION

IN SITU SPECIFIC GRAVITY VS GRAIN SIZE: A BETTER METHOD TO ESTIMATE NEW WORK DREDGING PRODUCTION IN SITU SPECIFIC GRAVITY VS GRAIN SIZE: A BETTER METHOD TO ESTIMATE NEW WORK DREDGING PRODUCTION Nancy Case O Bourke, PE 1, Gregory L. Hartman, PE 2 and Paul Fuglevand, PE 3 ABSTRACT In-situ specific gravity

More information

Manual on Subsurface Investigations National Highway Institute Publication No. FHWA NHI Federal Highway Administration Washington, DC

Manual on Subsurface Investigations National Highway Institute Publication No. FHWA NHI Federal Highway Administration Washington, DC Manual on Subsurface Investigations National Highway Institute Publication No. FHWA NHI-01-031 Federal Highway Administration Washington, DC Geotechnical Site Characterization July 2001 by Paul W. Mayne,

More information

GEOTECHNICAL EXPLORATION REPORT ROPOSED COMMERCIAL/RETAIL DEVELOPMENT 7967, & 8015 BEVERLY BOULEVARD

GEOTECHNICAL EXPLORATION REPORT ROPOSED COMMERCIAL/RETAIL DEVELOPMENT 7967, & 8015 BEVERLY BOULEVARD ADDENDUM TO GEOTECHNICAL EXPLORATION REPORT PROPOSED COMMERCIAL/RETAIL DEVELOPMENT 7967, 8001-8011 & 8015 BEVERLY BOULEVARD CITY OF LOS ANGELES, CALIFORNIA Prepared for: OPT Beverly, LLC 6400 South Fiddlers

More information

REPORT OF SUBSURFACE EXPLORATION

REPORT OF SUBSURFACE EXPLORATION REPORT OF SUBSURFACE EXPLORATION GRAND RIVER DAM AUTHORITY HULBERT 69 KV SWITCHING STATION S. 440 Road Hulbert, Cherokee County, Oklahoma ENERCON PROJECT NO. GRDA006 MARCH 7, 2012 PREPARED FOR: C/O ENERCON

More information

H.1 SUMMARY OF SUBSURFACE STRATIGRAPHY AND MATERIAL PROPERTIES (DATA PACKAGE)

H.1 SUMMARY OF SUBSURFACE STRATIGRAPHY AND MATERIAL PROPERTIES (DATA PACKAGE) DRAFT ONONDAGA LAKE CAPPING AND DREDGE AREA AND DEPTH INITIAL DESIGN SUBMITTAL H.1 SUMMARY OF SUBSURFACE STRATIGRAPHY AND MATERIAL PROPERTIES (DATA PACKAGE) Parsons P:\Honeywell -SYR\444576 2008 Capping\09

More information

PRELIMINARY GEOTECHNICAL REPORT. State College Redevelopment State College Borough, Centre County, Pennsylvania. CMT Laboratories File No.

PRELIMINARY GEOTECHNICAL REPORT. State College Redevelopment State College Borough, Centre County, Pennsylvania. CMT Laboratories File No. PRELIMINARY GEOTECHNICAL REPORT State College Redevelopment State College Borough, Centre County, Pennsylvania CMT Laboratories File No. 1638700 Prepared for: National Development Council One Battery Park

More information

3.0 SUMMARY OF FINDINGS

3.0 SUMMARY OF FINDINGS AECOM 500 W Jefferson St. Suite 1600 Louisville, KY 40202 www.aecom.com 502-569-2301 tel 502-569-2304 fax October 17, 2018 Big Rivers Electric Corporation Sebree Generating Station 9000 Highway 2096 Robards,

More information

Hydro One (Sept 2014) Hydro One (Sept 2014) Hydro One (Sept 2014)

Hydro One (Sept 2014) Hydro One (Sept 2014) Hydro One (Sept 2014) TABLE 1 WELL CONSTRUCTION DETAILS MOE WWR No Well ID Location Installation Date Status Easting Coordinates Northing Source Elevation Screened Interval Screened Material Borehole Well Stick-up Ground Top

More information

Safe bearing capacity evaluation of the bridge site along Syafrubesi-Rasuwagadhi road, Central Nepal

Safe bearing capacity evaluation of the bridge site along Syafrubesi-Rasuwagadhi road, Central Nepal Bulletin of the Department of Geology Bulletin of the Department of Geology, Tribhuvan University, Kathmandu, Nepal, Vol. 12, 2009, pp. 95 100 Safe bearing capacity evaluation of the bridge site along

More information

SUBSURFACE EXPLORATION REPORT FOR THE MARITIME INFRACTURE REHABILITATION AT WHISKEY ISLAND BULK TERMINAL CLEVELAND, OHIO PGI PROJECT NO.

SUBSURFACE EXPLORATION REPORT FOR THE MARITIME INFRACTURE REHABILITATION AT WHISKEY ISLAND BULK TERMINAL CLEVELAND, OHIO PGI PROJECT NO. SUBSURFACE EXPLORATION REPORT FOR THE MARITIME INFRACTURE REHABILITATION AT WHISKEY ISLAND BULK TERMINAL CLEVELAND, OHIO PGI PROJECT NO. G1G PREPARED FOR KS ASSOCIATES, INC. PREPARED BY PRO GEOTECH, INC.

More information

CITY OF VALDEZ Project Title: East Pioneer Reconstruction Project No.: Contract No.: TO: All Recipients Date: April 14, 2014

CITY OF VALDEZ Project Title: East Pioneer Reconstruction Project No.: Contract No.: TO: All Recipients Date: April 14, 2014 CITY OF VALDEZ Project Title: East Pioneer Reconstruction Project No.: 13-3-1.32 Contract No.: 11 TO: All Recipients Date: April 14, 214 SUBJECT: Addendum No.1 This seventeen (17) page Addendum forms a

More information

GEOTECHNICAL DATA REPORT

GEOTECHNICAL DATA REPORT GEOTECHNICAL DATA REPORT STRUCTURE B-639 REPLACEMENT JACK CREEK BRIDGE ON SR 226 ELKO COUNTY, NEVADA NOVEMBER 2018 STATE OF NEVADA DEPARTMENT OF TRANSPORTATION MATERIALS DIVISION GEOTECHNICAL SECTION STRUCTURE

More information

APPENDIX E GEOTECHNICAL INVESTIGATIONS, 2014

APPENDIX E GEOTECHNICAL INVESTIGATIONS, 2014 APPENDIX E GEOTECHNICAL INVESTIGATIONS, 14 Submerged Aquatic Vegetation Mitigation EA 2 SECTION 31 32 Geotechnical Data Report for Construction Dredging - Mitigation Prepared by Geotechnical Branch Engineering

More information

Appendix A. Producer Statement Advisory Note

Appendix A. Producer Statement Advisory Note Appendix A Producer Statement Advisory Note Ref. No. 17095 26 May 2017 PRODUCER STATEMENT CONSTRUCTION REVIEW (PS4) IMPORTANT ADVISORY NOTE The Building Consent Authority (BCA) frequently requires Producer

More information

Geotechnical Investigation Juneau Seawalk - Taku Fisheries to Miner s Wharf Juneau, Alaska DM&A Job No

Geotechnical Investigation Juneau Seawalk - Taku Fisheries to Miner s Wharf Juneau, Alaska DM&A Job No Duane Miller & Associates 5821 Arctic Boulevard, Suite A Anchorage, AK 99518-1654 (907) 644-3200 Fax 644-0507 Arctic & Geotechnical Engineering May 4, 2006 Tetra Tech/KCM, Inc. 1971 First Avenue Seattle,

More information

REPORT OF PRELIMINARY SUBSURFACE EXPLORATION. VCU Basketball Practice Facility 1300/1328 West Marshall Street City of Richmond, Virginia.

REPORT OF PRELIMINARY SUBSURFACE EXPLORATION. VCU Basketball Practice Facility 1300/1328 West Marshall Street City of Richmond, Virginia. REPORT OF PRELIMINARY SUBSURFACE EXPLORATION VCU Basketball Practice Facility 100/18 West Marshall Street City of Richmond, Virginia For Mr. Carl F. Purdin, AIA Assistant Director of Design Services VCU

More information

APPENDIX F CORRELATION EQUATIONS. F 1 In-Situ Tests

APPENDIX F CORRELATION EQUATIONS. F 1 In-Situ Tests APPENDIX F 1 APPENDIX F CORRELATION EQUATIONS F 1 In-Situ Tests 1. SPT (1) Sand (Hatanaka and Uchida, 1996), = effective vertical stress = effective friction angle = atmosphere pressure (Shmertmann, 1975)

More information

Class Principles of Foundation Engineering CEE430/530

Class Principles of Foundation Engineering CEE430/530 Class Principles of Foundation Engineering CEE430/530 1-1 General Information Lecturer: Scott A. Barnhill, P.E. Lecture Time: Thursday, 7:10 pm to 9:50 pm Classroom: Kaufmann, Room 224 Office Hour: I have

More information

NAPLES MUNICIPAL AIRPORT

NAPLES MUNICIPAL AIRPORT NAPLES MUNICIPAL AIRPORT NAPLES MUNICIPAL AIRPORT (APF) TAXIWAY D REALIGNMENT AND DRAINAGE IMPROVEMENTS NORTH QUADRANT ADDENDUM NUMBER TWO March, The following Addendum is hereby made a part of the Plans

More information

New WW Hastings Hospital Geotechnical Investigation RFP Addendum #1

New WW Hastings Hospital Geotechnical Investigation RFP Addendum #1 88 E. Marshall Street, Suite 0 Tulsa, OK 76 98 8 9 Phone 98 8 798 FAX DATE: April 9, 0 ADDENDUM NO.: PROJECT: New WW Hastings Hospital BID PACKAGE NO: Geotechnical Investigation RFP SUBMITTED BY: CNCR

More information

Northern Colorado Geotech

Northern Colorado Geotech PRELIMINARY GEOTECHNICAL ENGINEERING REPORT PROPOSED CECIL FARMS DEVELOPMENT WELD COUNTY ROAD 7, BETWEEN ROADS 7 AND 7 SEVERANCE, COLORADO NORTHERN COLORADO GEOTECH PROJECT NO. 0-6 APRIL 0, 06 Prepared

More information

SOIL MECHANICS Assignment #5: Stresses in a Soil Mass.

SOIL MECHANICS Assignment #5: Stresses in a Soil Mass. Geotechnical Engineering Research Laboratory One University Avenue Lowell, Massachusetts 01854 Edward L. Hajduk, D.Eng, PE Lecturer PA105D Tel: (978) 934 2621 Fax: (978) 934 3052 e mail: Edward_Hajduk@uml.edu

More information

REPORT. Earthquake Commission. Christchurch Earthquake Recovery Geotechnical Factual Report Bryndwr Appendix C: Borehole Logs

REPORT. Earthquake Commission. Christchurch Earthquake Recovery Geotechnical Factual Report Bryndwr Appendix C: Borehole Logs REPORT Earthquake Commission Christchurch Earthquake Recovery Geotechnical Factual Report Bryndwr Appendix C: Borehole Logs REPORT Earthquake Commission Christchurch Earthquake Recovery Geotechnical Factual

More information

PRELIMINARY GEOTECHNICAL ENGINEERING REPORT

PRELIMINARY GEOTECHNICAL ENGINEERING REPORT PRELIMINARY GEOTECHNICAL ENGINEERING REPORT TOWN OF ASHLAND TOWN HALL 101 THOMPSON STREET ASHLAND, VIRGINIA JOB NUMBER: 39016 PREPARED FOR: PMA PLANNERS & ARCHITECTS 10325 WARWICK BOULEVARD NEWPORT NEWS,

More information

GEOTECHNICAL INVESTIGATION

GEOTECHNICAL INVESTIGATION GEOTECHNICAL INVESTIGATION I-80 WILDLIFE OVERCROSSING @ SILVER ZONE PASS ELKO COUNTY, NEVADA EA #73438 JULY 2011 MATERIALS DIVISION Table of Contents 1.0 INTRODUCTION... 1 2.0 PROJECT DESCRIPTION... 1

More information

Geotechnical Subsurface Exploration and Laboratory Testing Data Report

Geotechnical Subsurface Exploration and Laboratory Testing Data Report Geotechnical Subsurface Exploration and Laboratory Testing Data Report 2016 1A Emergency Bridge Replacement Package SCDOT PIN P030784 S 13 (East National Cemetery Road) Bridge over Long Branch Florence

More information

M E M O R A N D U M. Mr. Jonathan K. Thrasher, P.E., Mr. Ian Kinnear, P.E. (FL) PSI

M E M O R A N D U M. Mr. Jonathan K. Thrasher, P.E., Mr. Ian Kinnear, P.E. (FL) PSI M E M O R A N D U M TO: FROM: Mr. Mark Schilling Gulf Interstate Engineering Mr. Jonathan K. Thrasher, P.E., Mr. Ian Kinnear, P.E. (FL) PSI DATE: November 11, 2014 RE: Summary of Findings Geotechnical

More information

ATTACHMENT 2 GEOTECHNICAL INFORMATION

ATTACHMENT 2 GEOTECHNICAL INFORMATION ATTACHMENT 2 GEOTECHNICAL INFORMATION Memorandum 2301 Chestnut Street Philadelphia, PA 19103 USA +1.215.569.2900 Fax +1.215.569.5963 Date May 24, 2017 To From Dave Phelan, PE, Sean Robert, PE - Jacobs

More information

LIMITED GEOTECHNICAL STUDY TEMPORARY EXCAVATIONS MOORPARK FEEDER UNIT 2 STRENGTHENING PROJECT MOORPARK, CALIFORNIA

LIMITED GEOTECHNICAL STUDY TEMPORARY EXCAVATIONS MOORPARK FEEDER UNIT 2 STRENGTHENING PROJECT MOORPARK, CALIFORNIA LIMITED GEOTECHNICAL STUDY TEMPORARY EXCAVATIONS MOORPARK FEEDER UNIT 2 STRENGTHENING PROJECT MOORPARK, CALIFORNIA Prepared for: CALLEGUAS MUNICIPAL WATER DISTRICT July 2017 1861 Knoll Drive Ventura, California

More information

APPENDIX C SUBSURFACE EXPLORATIONS

APPENDIX C SUBSURFACE EXPLORATIONS APPENDIX C SUBSURFACE EXPLORATIONS 51-1-52-021 APPENDIX C SUBSURFACE EXPLORATIONS TABLE OF CONTENTS Page C.1. C.2. C.3. C.4. C.5. C.6. GENERAL...C-1 DRILLING PROCEDURES...C-1 SAMPLING PROCEDURES...C-2

More information

From - To 0,00-4,90 4,90-6,40 6,40-8,60 8,60-9,60 9,60-10,50 10,50-12,00 12,00-14,80 14,80-15,80 15,80-19,30 19, ,00

From - To 0,00-4,90 4,90-6,40 6,40-8,60 8,60-9,60 9,60-10,50 10,50-12,00 12,00-14,80 14,80-15,80 15,80-19,30 19, ,00 Závěrka 12,Praha 6,169 00 Log of Boring BH1 Project ID: 2018_A-017 Annex no.: A.1G Drilling equipment: Hütte 202 TF Location: Prague 12 Overall depth: 2 m Borehole position: Date start: 22.11.2017 Foreman:

More information

APPENDIX B GEOTECHNICAL INVESTIGATION

APPENDIX B GEOTECHNICAL INVESTIGATION APPENDIX B GEOTECHNICAL INVESTIGATION INTENTIONALL LEFT BLANK GEOTECHNICAL INVESTIGATION 2016 SEWER AND WATER GROUP 1 CIP, WATER PROJECT 1 15 TH STREET AND AVENIDA PRIMAVERA DEL MAR, CALIFORNIA PREPARED

More information

Appendix E. Phase 2A Geotechnical Data

Appendix E. Phase 2A Geotechnical Data Appendix E Phase 2A Geotechnical Data Appendix E1 Geotechnical Testing of Sediment ApPENDIX El. GEOTECHNICAL TESTING OF SEDIMENT (Modified from Exponent, 20Q1c) E.I Introduction This appendix presents

More information

PERIODIC SAFETY FACTOR ASSESSMENT

PERIODIC SAFETY FACTOR ASSESSMENT PERIODIC SAFETY FACTOR ASSESSMENT CFR 257.73(e)(1) Pond 21, Pond 22, Pond 23, and Waste Water Sludge Pond Oklaunion Power Station Vernon, Texas October, 16 Prepared for: Public Service Company of Oklahoma

More information

Predicting Settlement and Stability of Wet Coal Ash Impoundments using Dilatometer Tests

Predicting Settlement and Stability of Wet Coal Ash Impoundments using Dilatometer Tests Predicting Settlement and Stability of Wet Coal Ash Impoundments using Dilatometer Tests Chris Hardin, P.E. CH2M Hill, Charlotte, North Carolina, E-mail: Chris.Hardin@ch2m.com Roger Failmezger, P.E., F.

More information

Appendix A Exploratory Borings and Test Pits

Appendix A Exploratory Borings and Test Pits Appendix A Exploratory Borings and Test Pits Appendix A Exploratory Borings and Test Pits This appendix describes the methods used for the field investigations and presents the results of the investigations.

More information

ENGINEERING ASSOCIATES

ENGINEERING ASSOCIATES July 16, 211 Vista Design, Inc. 11634 Worcester Highway Showell, Maryland 21862 Attention: Reference: Dear Mr. Polk: Mr. Richard F. Polk, P.E. Geotechnical Engineering Report Charles County RFP No. 11-9

More information

Geotechnical Engineering Report

Geotechnical Engineering Report Geotechnical Engineering Report Single-Span Bridge North Western Road & Hall of Fame Avenue August 25, 2015 Terracon Project No. 03155156 Prepared for: Olsson Associates Prepared by: Terracon Consultants,

More information

CPT Data Interpretation Theory Manual

CPT Data Interpretation Theory Manual CPT Data Interpretation Theory Manual 2016 Rocscience Inc. Table of Contents 1 Introduction... 3 2 Soil Parameter Interpretation... 5 3 Soil Profiling... 11 3.1 Non-Normalized SBT Charts... 11 3.2 Normalized

More information

Geotechnical Subsurface Exploration and Laboratory Testing Data Report

Geotechnical Subsurface Exploration and Laboratory Testing Data Report Geotechnical Subsurface Exploration and Laboratory Testing Data Report 2016 1A Emergency Bridge Replacement Package SCDOT PIN P031819 S 19 (Highway 19 East) Bridge over Bug Swamp Horry County, South Carolina

More information

FINAL GEOTECHNICAL INVESTIGATION BURNS BRIDGE REPLACEMENT COLORADO RIVER ROAD BURNS, COLORADO. December 12, 2012

FINAL GEOTECHNICAL INVESTIGATION BURNS BRIDGE REPLACEMENT COLORADO RIVER ROAD BURNS, COLORADO. December 12, 2012 FINAL GEOTECHNICAL INVESTIGATION BURNS BRIDGE REPLACEMENT COLORADO RIVER ROAD BURNS, COLORADO December 12, 2012 Prepared For: AMEC Environment & Infrastructure 2000 South Colorado Boulevard, Suite 21000

More information

(THIS IS ONLY A SAMPLE REPORT OR APPENDIX OFFERED TO THE USERS OF THE COMPUTER PROGRAM

(THIS IS ONLY A SAMPLE REPORT OR APPENDIX OFFERED TO THE USERS OF THE COMPUTER PROGRAM C A U T I O N!! (THIS IS ONLY A SAMPLE REPORT OR APPENDIX OFFERED TO THE USERS OF THE COMPUTER PROGRAM EQLique&Settle2. THE AUTHOR IS HEREBY RELEASED OF ANY LIABILITY FOR ANY INCORRECT USE OF THIS SAMPLE

More information

Cone Penetration Test (CPT) Interpretation

Cone Penetration Test (CPT) Interpretation Cone Penetration Test (CPT) Interpretation Gregg uses a proprietary CPT interpretation and plotting software. The software takes the CPT data and performs basic interpretation in terms of soil behavior

More information

PARQUE COLON AGUADILLA (LAND PROPERTY OF MUNICIPIO AGUADA) LOT PROPERTY OF SUNC. ESTEVEZ BW-1 BW-5 BW-2 DB1 BW-3 DB2 BW-4 DB3 GWS-1

PARQUE COLON AGUADILLA (LAND PROPERTY OF MUNICIPIO AGUADA) LOT PROPERTY OF SUNC. ESTEVEZ BW-1 BW-5 BW-2 DB1 BW-3 DB2 BW-4 DB3 GWS-1 N 64650 N 64600 N 64550 N 64500 N 64450 N 64400 N 64350 N 64300 N 64250 N 64200 N 64150 N 64100 N 64050 N 64000 N 63950 N 63900 N 63850 N 63800 N 63750 N 63700 N 63650 N 63600 N 63550 N 63500 N 63450 N

More information

The process of determining the layers of natural soil deposits that will underlie a proposed structure and their physical properties is generally

The process of determining the layers of natural soil deposits that will underlie a proposed structure and their physical properties is generally The process of determining the layers of natural soil deposits that will underlie a proposed structure and their physical properties is generally referred to as sub surface investigation 2 1 For proper

More information

CONTENTS. 1. GeneralsG Field Investigation WorkG Laboratory Testing Work Surface Soil Description-- 7.

CONTENTS. 1. GeneralsG Field Investigation WorkG Laboratory Testing Work Surface Soil Description-- 7. CONTENTS Page 1. GeneralsG 4 2. Field Investigation WorkG 4 3. Laboratory Testing Work--- 5 4. Surface Soil Description-- 7 Appendix A Borehole Location Plan 11 Soil Profile-- 15 Bore Logs--=---- 18 Appendix

More information

R-1 Conveyor Relocation Project Legend 0 500 1000 1500 ft. This map is a user generated static output from an Internet mapping site and is for general reference only. Data layers that appear on this map

More information